KHARO IRRIGATION SCHEME:-Repairing of C.C Lining and various Structures of Kharo left bank feeder main canal.

BILL OF QUANTITIES

(A)Percentage Rate Tender (Up to INR 50 Cr. )

e Description of Item (with brief

m specification and reference to Quantity Unit Amount

N book of specifications)

Dismantling stone/brick

masonry & stacking of useful

1 and unuseful material from the 19.50 Cum 616.00

dismantled materials as

directed etc complete. (a) In

Credit of stone recovered (30%

of total qty of item no.1) -5.85 Cum 224.08 -1310.87

Removing and scraping of old

deteriorated plaster of any

thickness fromm wall / R.C.C

member including stacking of

serviceable material and

disposal of unserviceable from

site of work with all lead and lift.

20mm thick sand faced cement

plaster on walls upto height

metres above ground level

3 consisting of 12mm thick 541.40 SQ Mt. 350.57

backing coat of C.M. 1:3 (1-

cement : 3-sand) and 8mm thick

finishing coat of C.M. 1:1 (1-

cement : 1-sand) etc. complete.

Removing of exiting disturbed

C.C. Block lining including

4 opening of joints, stacking the 3670.62 SQ Mt. 29.80

same and disposing of stuff as

directed etc. complete with all

leads and lifts.

Excavation in all sort of strata

and formations incl. depositing

the unuseful excavated stuff as

and where directed incl sorting

and stacking useful materials as

directed upto 30 mt lead etc.

complete incl. dewatering. (

Depth 0 TO 3.0 mt ) (For all type

canal & foundation trenches of

Prov. & Laying in position

"Nominal Mix" cement concrete

using cement , sand & gravel by

mass and machine mix for PCC

including necessary formworks,

compaction, ramming ,curing as

directed with all lead and lift etc

complete. For foundation

concrete / other general

purpose A) Concrete

grade(1:3:6) and MSA - 40 to

63mm (cement level

Prov. & Laying in position

"NOMINAL MIX' cement concrete

using cement, sand and crushed

aggregate by mass and machine

mix for C.C. work incl. necessary

formworks centering

scaffolding compaction by

mechanical vibrator,curing as

directed with all lead & lift etc

complete. E) Concrete grade 1:

1.5 :3 and MSA-20mm.

Providing,cutting,bending,bindi

ng and fixing in position as per

drawing .TMT BAR

8 reinforcement for R.C.C. works 1.46 M.T. 76574.00

and anchor bars incl cost of

black annealed 16 to 18 BWG

M.S.Wire etc.complete with all

lead and lift. (b) Fe-500

Providing, supplying at site,

laying and fixing in position

under ground, R.C.C Hume pipe

of NP-2 class of BIS standard incl

9 filling the joints with cement 7.5 Rmt. 1344.00

mortar 1:1 with providing

necessary collars etc complete

with inclusive of testing with

working pressure and all lead

and lift. (E) 600mm dia

Earth work in embankment

from borrow pits in all sort of

soil and soft murrum or other

suitable strata as directed incl

breaking clods and dressing to

the design section with lead as

under and all lift incl.site

clearance etc comp. For all canal

capacity & Without rolling and

watering. 3.00 km lead

Prov. & Laying in position

Controlled cement concrete

using cement, sand and crushed

aggregate by mass and machine

mix for C.C work in canal lining

incl. necessary formworks

centering scaffolding

compaction by plate vibrator,

curing as directed with all lead &

lift etc complete incl dressing

11 the bed and trimming the canal Sqmt 340.00

section if required and minor

filling with murrum / earth as

per site condition to the correct

profile, incl providing bitumen

joints as per drawing and

specified interval. (Without

using paver machineries.)

D) For 7.50cms thick cast-in-citu

canal lining in M-15 grade

of conc.with MSA-20mm without

Photography & Videography of

the work as per the instructions

of engineer-in-charge.

Jungle clearance of specified

category and bushes for

canal/dam work as directed

with depositing material etc

complete. (Excluding tree of

grith above 0.5 mt) A) Upto

year old b) For Medium dence

I/Weam/are willing to carry out the work at… ....................... % above/below percent(Should

be written in figures and words) of the estimated rate mentioned above. Amount of my /our

tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

(B)For Item Rate Tender (For above INR 50 Cr.):

Item Description of Item Quantity Unit Rate Amount

No (with brief specification

and reference to book of In In

specifications) figures Words

(A) Total Tendered Amount

(B) Rebate on above tendered amount (if any) % (in figure) ………………………………

(C)Net Tendered Amount (A-B) (in figure) ………………………………

1 The Contractor shall exhibit a board with detailed specification and details of work as

directed by the Engineer-In-Charge for which no extra payment shall be made.

2 The labor cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per

Govt. G.R.: No. MIS 102010/17/K1, dtd. 30/07/2018 as stated in S.O.R. therefore in R.C.C.

items where there is a change as per actual mix design the cost of difference of cement

consumption have been deducted from the rate of original item at the rate of input rate

i.e 5449.00 /M.T mentioned in all the tender.

Payment will be given only if the material testing result is satisfactory. Testing of material

5 shall be done as per statement attached with specification.

Deputy Executive Engineer Executive Engineer

Irrigation Sub Division no.1 Bhavnagar Irrigation Division

Palitana Bhavnagar

Signature of Contractor